Appendix
Attachment 3: 2021 04 16 - (buepoint) Foundation review
November 19, 2024Page 451 section
Engineering review of the foundation walls at 12 Vickery Road.
Date: 2021.04.16Finding: Further review required; updated to approved May 10, 2021
PROJECT ADDRESS: 12 Vickery Road, View Royal, BC PROJECT NO.: 10441 DATE: 2021.04.16 TIME: 03:00pm
TYPE OF REVIEW: [X] FOUNDATION WALLS
OBSERVATIONS:
- all walls were poured at time of site visit. Client called for review AFTER pour.
- poor cold joint from initial pass to second pass
- in general concrete appears to be satisfactory
- photos provided to office for rebar Monday April 19, 2021
- cannot be determined that all rebar is in place per specification. few measurements provided
- photos reveal that rebar is discontinuous in many places. There are no corner bars in several locations
CONCRETE:
- rebar in correct position: [ ] Reviewed [ ] N/A
- rebar right size and spacing: [ ] Reviewed [ ] N/A
- hold-down anchorage in place: [ ] Reviewed [ ] N/A
- formwork generally as per plan: [ ] Reviewed [ ] N/A
FRAMING:
- conformance with truss spec: [ ] Reviewed [ ] N/A
- conformance with I-joist drawings: [ ] Reviewed [ ] N/A
- beam and girder bearing: [ ] Reviewed [ ] N/A
- continuity of top plates: [ ] Reviewed [ ] N/A
- lintels / openings: [ ] Reviewed [ ] N/A
- shearwalls / fastening / holddowns: [ ] Reviewed [ ] N/A
- continuity of tall walls: [ ] Reviewed [ ] N/A
- blocking in floor system for point loads: [ ] Reviewed [ ] N/A
- wall sheathing: [ ] Reviewed [ ] N/A
- wind girts: [ ] Reviewed [ ] N/A
- post to beam free standing: [ ] Reviewed [ ] N/A
- fasteners in hardware: [ ] Reviewed [ ] N/A
- shearwalls to floor system: [ ] Reviewed [ ] N/A
- penetrations: [ ] Reviewed [ ] N/A
- LLRS consistent?: [ ] Reviewed [ ] N/A
COMMENTS:
- Foundation walls are all poured
INSTRUCTIONS:
- The back portion can be backfilled. The front can be backfilled after the floor system is installed.
- Additional work may be required to accommodate shearwall anchorage as rebar is not continuous
update 2021.05.10 after further review, we believe the foundation to be adequate as constructed
[X] APPROVED [X] FURTHER REVIEW REQUIRED
REVIEWED BY: Mark Buesink, P.Eng. buepoint consulting ltd 4740 Appaloosa Way, Duncan, BC V9L 6J1 engineering@buepoint.com (250) 597 2296
Page 45
Extracted from: 2024 11 19 Council Agenda - Agenda - Pdf

